UNIFIED EQUIVALENT HARMONIC LOADING ON SEABED FOUNDATIONS UNDER RANDOM WAVE LOADING  

作　　者：He, Guangna  Cao, Yalin 

机构地区：[1] Dalian Univ of Technology, China

出　　处：《China Ocean Engineering》1989年第1期39-49,共11页中国海洋工程（英文版）

摘　　要：In accordance with laboratory tests and theoretical analysis, the concept of unified equivalent harmonic wave loading is suggested and discussed in this paper. Such a concept may be more reasonable and widely applicable in offshore foundation engineering. A verification test has also been completed, in which the random wave loading and the corresponding unified equivalent loading were applied on soil samples. The test results show that the equivalent effect is satisfactory.In accordance with laboratory tests and theoretical analysis, the concept of unified equivalent harmonic wave loading is suggested and discussed in this paper. Such a concept may be more reasonable and widely applicable in offshore foundation engineering. A verification test has also been completed, in which the random wave loading and the corresponding unified equivalent loading were applied on soil samples. The test results show that the equivalent effect is satisfactory.

关 键 词：FOUNDATIONS Wave Effects SOILS UNDERWATER Water Waves 

分 类 号：P7[天文地球—海洋科学]